HomeMy WebLinkAboutpermit appAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date,
COUNTY
F F
a A[
D 1%
PJannirrg and Development Services
s0ding and Code Regulation Vrvisian
2300 Viryinic Avenue, Fort Pferce FIL 34992
Phone- (772) 462-1553 Fax' (772) 462-1578
PERMITTYPE:
1PROPOSED .....
Property Tax ID #;%
Site Plan Name:
Permit Number;
Building Permit Application
Commercial I Residential
-OOD - S",
Lot No,^
Block No.
Project Name: - —
j DETAILED �
CONSTRUCTION INFORMAMN:
AdditionaI work to be performed under this permit— check all that apply;
_Mechanical _ Gas Tank _ Gas Piping _ Shutters — W i ndows/Doors
_ Electric Plumbing Sprinklers _t Generator —KRDOf ._ 31, 7 Pitch
Total Sq. Ft of Construction: 0 Sq. Ft. of First FIooT. l . $
Cost of Construction: UtiGtie5
Narn
Address; L
City' v rState:
Zip Code: Fax;.- --
Phone No,_. 77 .R 37. V
E-Mail
Fill:in fee simple Title Holder on next page ( if different
I
Sewer — Septic Building Height-, I
Doug Moe
N�rne -
Narn Company:F ed�o)fers
Address' a er t.
City, State: FL
� 87-77
Zip Code: Fax,
Phone Now
E-mail niC �o el•e rot ers,��m
1
from the Owner listed above) state or County Licens—.. —. -- — ---L— — —
e,
If value of construction is $25DID or mare, a RECORDE0 Notice of Commencement is required,
If value of HVAC is $7,500 or mare, a RECORDED Notice of Commencement is required.
SU PPLE €NTAL CC STRUCTION LIEN LAVA IN FO RMATtON:
DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY:
Name:
Ad d ress=
City:
Zip: —
Phone
FEE SIMPLE TITLE HOLDER:
Name:
Address;
City -
Zip; Rhone:,
State:
Not Applicable
Name:
Add ress: City -
zip Phone:
BONDING COMPANY,
Name;
Address;
City:
Zip: Phone:_
Not Applicable
State.
Not Applicable
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated,
E Certify that no work or installation has commenced {prior to the issuance of a permit -
St, Lucie Ccun makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which K in conflict with any applicable Hvme Owners Association rules, bylaws or and covenants that may restrict or prohlbit suck
structure, Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans,, the Florida Building Codes and St. Lucie County Arriend ments-
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
"WARNINC TO OWNER' YOUR FAILURE TO REC0RD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WffH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMFNCEMENV _
Signature of owner/ Lessee/Contractor as Agent for owner Signature of [antractorJLicenseNolder
STATE OF FLORIDA
COUNTY OF FRQ--.-r-�
The forgoing instrument was acknowledged before me
this OW day of }fG� 2Q.'k by
Name of person making statement.
Personally Known _—X— OR Produced identification
Type of ldentif r-ation
Produced
STATE OF FLORIDA
COUNTY OF
The forgoing instrument was acknowledged before me
this"" day of 2Q►by
_ 1 gt�—
Name of person making statemcnt-
Personally Known OR Produced Identification
Type of Identification
Produced
�Si atur o#dry Public- State ignat a of Notary bait -
State of Florida)
i!-Q KWAN CRA FO D
�amm1L'r �e3Is ,()0MMjsswN a0C�26s mission N t 2' "BSI
EXPIRES }ciober0 , M
REVIEWS FRONT ZONING SUPERVISOR PLANS I VEGETATION i SEA TUI�7LE
COUNTER REVIEW REVIEW 0VIEW REVIEW I REVIEW
DATE
RECEIVED
DAT E
COMPLETED .
Code lied Roofers, Inc,
License # CC 13 265 74
License NCRC 132 65 82
info@coderedroof'ers.corn
Submitted To, Carol Kugler
Address: 7861 S W Meadowlark Ln
A
Port St Lucie
Maill office: 1 (844) 4 - C:OD 12 D
1 (844) 426 - 3373
Fax. (772) 287-7763
.. www.coderedroofers.com
• r
jai
Date- April 20, 2020
Phone:
tate, ----Email:
Shingle Roof Proposal
We hereby submit specifications and estimates for;
1) complete removal of existing roofing matt5ials down to deck
? } PxFnove and discard exisibig no11-stru=al gutters — not to be replaced,
3) luspca plywood deO-ing fcx clt9rtlages rplace up to five (5) shocts-
Pleasc see Wood and labor Addendum,
4) Rc-nail plywood to meet Current Cadc-
5) Install ation of self adhered underlayment (qualifies as secondary water barrier)
b) lt1<stallatioms of accessory metals, drip edge, valley metal, and pipe stacks.
7) histalWion of me {1) new skyhgbt.
8) installation of Metro -Dade approved, fungus -resistant ,ArcWtectunl shingles,
9) Includes taxes, permit fee, trash removal. clean up, dump fees, labor, and materials.
2374194
--Roo ttg (,antracjow will supply t7 'e (5) year Limited Warraxrly uPo" campOeeiOn of the project.
e propt}sc hereby to fUM!Sh matcrW and labor — compim in accor ce with the above specifications for the sum ot=
Thoasau d Fi ght HLmdrej and XXI-- -- - -- -- ll
[ iI we5vme f iit galyaiimme -
.r l contragLpoce w` 1 se1 cted i s:. -- - -
A Project Manager will be assigned to your job to enwre high quality work
Quoted price is a C�I-slt price includes all rebates and d6r;ounts- An additional 3,1% convenience fee will be added to payments made by
credit card. Payment draws to be made as follows, 113 on Contract acceptance. I!3 prior to commewemenf, 113 within 15 calendar days
o completion. Compk on is deler*dned as the scope of work being subslimtialfy cOMP&W and rew� for frraarr iuspecCio�. Owner
may willthold an amouni up to 10% of cvmplefion &aw lmoke, pending resoludan of Corrective Work Request Form. Owner
upidersiands and agrees by signatmre below that such withholding ofpayment may jeopardize application of wOrkmanashIP warranty,
and that inspecticin scheduling is riot within C'RR',s copTirol. Outstanding balances may accrue finance charges at the statutory rage
(currently I8°fo per armam).
Now This propohal may be withdrawn by us if not air c{>pted within thirty (30) da~ s.
ADy aiteratioo ur deviation isum above specifications involving extra costs will be executed 0111y upon written corder and will become
art extra charge over above estimate. All agreemems are continp to upon stnkes, accidents, or delays beyond our control.
RespesctfuIly Submitted by: Sean Perez at Code Red Roofers
Acceptance ofFropomI
By signature below, owner indicates ihev are aware that cummt project scheduling is subjected to additional delays outside of Code
Red Roofers' control, including but not ]im ited to material an,d labor shortages, and incleanc,'nt weatb r-'lime is of the essence in any
rnajor projw such as roofing, and Code Red Roofers w ill make best efforts to advance schedule dates whenever possible. 7 he strafed
prices. specifications and conditions are satisfactory and are hmby accepted. The Wood and Labor ,Addendura is also satisfactory
and herby accepted. You are tl�ot7 ed to cla the ork as specified. Paymeats w111 be made as outhtwd above.
Owner Signature: Date:
Page I of 1
Southeast F7bAda Treasure Cans#
3341 &E SLVt St 1166 A rot: Rd.
Sl� fL 34947 P70A Pierce, rl. 34947
(56I)'52.2 - &A4 (772) 287 - 2829
Central Florido
Fanilandle
7% AWernu C SE
942 Industrial Drive
iu#cr Have4 FL 338S4
CEpley, PL 32429
(&6) 815 - 31 N
(85C) 22,5 .5451
Business w Profess-Iml Regulation
1
{
8115 Hume ' Laq Ie i LISETRePStrob9ft : Hot ltpl6 # SAwm SufcMrae Staff & Facts } pubWAtons Cont3d U ] SCM Site FHp Llnkx Search
product Apprays4
d , TPIJ5ER: Vublc Wet
Nr
P'otluR .ar � pf6611R qr APpk&Ui2 56afth r Eg11itl61GILL x JLpplkaftion Detail
rpmFL # F1.5259-11129
Application Type Revision
Code Ver5lan 2017
pppllicati= Status APPravM
Cara McTlts
Archived
Product Manufacturer POLYGLASS USA
AddreWPhoneJE-mail 11t1 W. Newport [enter Drive
DeerFald Beach, FL 33442
(954) 233-i33Q Ext Z42
Mal pertapolyg IasG zam
Authgnxed Signature Maury Alpert
m a (pert@pDlygld55.GQM
Technical Represerkative TECH REP
AddreWll)honefEmall 1111 West Newport Center give
Deerfield Beachr f L 33442
(85E) 602-8017
uspalyglasste�hnital�polygla�ss-com
Quality Assurance Represcril-ative QA REP
MdrpsclPhonc/Errkdl1 1111 West Newport Center Drive
Deerfield Beach, Fl. 33442
(8813) 4110-1375
uspolygla%whrlira I opo"llass_co m
Category Ri5ofing
Subcategory Underlaynl-Lmts
Cornpllance Method Evaluation Report from a Florida "Istered Arrhitect or a LiremL ed Florida
Professional Engineer
Evaluation Report - Hardcapy Reoewad
Florida Engineer or Architect Name who developed the Robert Niemlinen
Evaluation Report
Florida Lirense PE-59166
Quality Assurance Entity UL LLc
Quality Assurance Contract Explydtipn date 14J2112022
Validated By )ohn W. Knexemch, PE
v Validation Checklist- Hardcapy Reteived
Certi1942ate of lndepeildence
Referenced Standard and Year (OF Standard)
RtNjtLE�
Rand"
Y�i[
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2911
A$TM D6163
20138
ASTM D6164
2011
ASTM D6222
2011
A5TF4 06509
2009
FM 4474 2011
F'RS.uIVU April 2012 2012
UL 1997 2012
Equivalftnrf of Produrt Standards
Certified ay
Sections from the Cade
Product ApprovaI Method
Date 5u brnitted
Date Validated
Date Pending F6C Approyai
Date Approved
ry of Prod
FL i Model, Number or Blame
5i59.1 I Polyglass Roof
Urlderlayrnents
Li1nRs Of LFse
Approved for use In HVHZ: No
Approved for use olak5ide HVKZ: Yes
Impact Re!Fi$#antz N/A
Design Pnedsure: tNNA,/-522,5
Other: 1.) The deslgn pressure in this
appllcaUon relates to Qne particular
underlayrnent systenn (over concrete deck) for
use under foam -an the systems (where the
unaerlaymerot forms part of the load-pattl)-
Refer to ER Section 5.6.1 far other systems,
Other deck types and associated maxlmurn
design pressures. 2,} Refer to I=R Section 5 Far
other limits of use,
Method 1 Option O
1pf15f2D19
1011612019
1012012019
12/1012019
Description
Roofing undedayments
znst8llation Instructions
FI575,9 R29 Li 20Y9 nil FTFi,4L ER POLYGLASS UNDERLAYMENTS FL5259-
R2' .jw
Yerifled ey: Robert Nieminen PIE-59166
Created by Independent Third Party, Yes
Evatluathon Reports
4:15'2c;[N 929Q ELF N111� 141 FTNAI FIR Pr) iYriASS UNDERLA.VMENTS fL52�9-
229, psff
created by Independent Third Party: Yes
#aeh naafi
7-1824
Under flbr ida law, email addoa ses are public rgi�pn}c. If you do not wain! your a-rnall address releasW in rrwonie l.4 a public-reox0s reWwA oo not send elettrtnit
mail to this entity. Inscead, contact Vie Wce by p1hpne or by traditiundl iyi*i. irvm have any duesti my please CwLact 8!YDA F,1345. 'Wrwu int la Sexllon 455.275Fi),
flurida Statutes, etreetl+re ❑ctri4er 1, 2P12, 1u macs lioemsed under Chapter 455, R5. rl-Ust pmwds the Dinpartrnef t rdth an email Mdress if ltney ln&� tine. lire emalls
pmvideU may be used Vr prXipl gi?mmuniaffbo w0M We licensee. However email "Or am public remind. [T you do not wish In supply a mr9*naF address, please
prDyWe ma Dep.*rtm�snt with pn anvil hddre ss which Cain be made avallape V Viv putil c 3h determine if you are a licensw under ChaMr 4.A, F.S- Pl a ki a dkk T16re
Pt'a411Gt 1lpprgv l Aoceplz;
real Card
Safe
ENGINEER EVALUATE
Polygl ass USA, Inc.
1111 West Newport [renter Drive
Deerfield Beach, FL 33442
(9541 233-1230
EEO Ietc.
Cen f cite pf I urbprezvtjon #-32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 26 -9245
TEST CONSULT CERTIFY
Evaluation Report P12060.02.09-Ft25
FL5359-R29
Date of Issuance: 02j24j2009
Revision 25: 10/1412019
SCOPE:
This Evaluation Deport is issued under Rule 6.IG20-3 and the applicahle rules and regulations governing the use of
constructiofi materials in the State of Florida, The documentation submitted has been reviewed by Robert Nieminen, P-E. for
use of thl3 product under the Florida Building Code and Florida Building Code, {residential Volume- The products described
herein have been evaluated for compliance with the bth Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Palyglass Roaf Underlayments
LASELIiVG: Labeiing shall be in accordance with the requirements the Accredited Quality Assurance Agency noted hefein-
COATINUEd COMPLIANCE: This Evaluation Report is valid until such Lime as the named product(s) changes, the referenced
Qua lity Assurance doturnentation 0ainges, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility locations). NEM01etc, requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle -
ADVERTISEMENT. The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in
advertising literature- If any portion of the Evaluation Report is displayed, then it shall be done irk its entifety-
INSPE:CTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This Evaluation Report consists of pages 1 through 16.
Prepared by:01
-
,w
UP
Robert J.M. Nieminen P,E,
FlOfirJa RegJStYl1[iOJ7 NO. 53166, Florida DC#{ .4fVE1383
r_'(h�ie. q�+ the facsimile seal appearing wm aulh[xiiwi By Rahen Nlensinen, P.E. ari
14/14/7479. Thi, does riot serve as an electrcnicaifysipned document.
CERTIFICATION OF INRE:PENDENCE:
1- NEM01etc. does not have, nor does it intend to acquire or will at acquire, a financial interest in any company manufacturing or
distributing products it evaluates,
2_ NEMOI etc, is not awned. operated or controlled by any company manufacturing ar distributing products it evaluates.
3, Robert Nieminen, P,E, does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor wild acquire, a financial interest in any other entity involved in the appfoval process of the
product.
5. This is a building code evaluation. Neither N'EMGIetc. nor Robert Nieminen, P,E. are, in any way, 6e Designer of Record far any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
Z2..019 NEMO ETC, LLC
ONEMOletc.
w
Product Category:
Roofing
Sub -Category;
Underlayment
Compliance Statement:
Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated
compliance with the
following sections of the
6" Edition (ZO17) Florida BuIlding Code through testing in accordance with the
following Standards -
Corn p I i a n c c is sLibjert to
the Installation Requirements and Limitations f Conditions of Use set forth herein
STANDARDS:
5ecti n ::.
Pro
tan
1504.3.1
Wind Uplift
FM 4474
2
1504:3.1
Wind Uplift
UL 1897
2012
1507:7.3f 150761.1
Physical Properties
ASTM D226
2009
1507.2,4 { 1507-1.1, 1507.2.9.2
Physical Properties
ASTM 01970
2015
1507.3.3
Physical Properties
FRSA/TFC1 April 2012
2012
150-11.2
Plhyslcel Properties
ASTM D6163
20N
1SN-11.2
Physlcal Properties
ASTM D6164
2011
1507-i1-2
Physical Properties
ASTM D6222
2011
1507,11-2
Physical Properties
ASTM D6549
2009
TAS 110
Accelerated Weathering
ASTM D4798
2011
�. FifFff2ENCE5:
Entity
Examination
Reference
Dine
Entity
CRDiT$i61)49)
Wind 00lift
11757.013.011
OW13f2001
ERD MTEs24L
ERD ITST 6049)
Wind Uplift
11776.06A2
01/345/2CO3
ERD ITST 6049)
ERD ITST 60491
Wlnd Uplift
P1740.01-07
0034f2p47
ERD 11-ST6049�
ERD [TST 6049)
ASTM D1970
P5110,04-07-1
04/111ZW7
ERd ITST 6044)
E RD [T5T E0491
Wind Uplift
P9260-03.M
03121120M
ERp IT$T gl49)
ERD [FST 6049)
Wind Uplift
P305d0.11.09-R1
11PIV2009
ERD [TST 5049)
ERD CM 6049[
Tenflle Ad hesian
P11030.11.09-1
11%30/ZCK)9
ERD (T5T 6049)
E RD (TST 60491
V, ind Uplift
P11030.11:09-2
11130/2D49
E RD (TST 60491
ERD MT 6049[
AS FM D49T7
P11030.11.09-3
1i f30/2049
ERD M7 64491
ERD (T5T 1a049)
ASTM I]1970
P33360L&10
06/25/20M
ERD (TST 60491
ERD (TST 6D49)
TAS 103
P3337043-11
03/0212011
ERD (TST 60491
ERD (TST 6049)
TBnsde Adhesion
P3337GJDC21
D4f26e/ 11
ERD ITST6049[
ERD (TST 6049)
ASTM D1378
1337300-10-11
SO/19f2411
FM (T5T 18671
ERD MT 60491
TA$103
P40390-{Is3.12-1
06/0WW12
ipC-ES (EVL 2396)
ERD (T5F 61149)
Tensile Adhesion
P40390.06.12-2
06/07f2012
M-D (CER 1592[
ERD[TSf6049)
TerclleAdhesion
C41410.09.12-3
09/11/W11
tu1TIITST25o8[
ERD MT63491
Windllpl+R
P39680.0�L.13
413AK12M
NEMOITST E6491
ERD MT0049)
ASTM D1970
P45370.04.13
Oaj*2013
NEMO IT$T 6049)
ERO ITST 6049)
Wind Uplift
P273$.02.07-R2
i 4J29/2013
NEMO I75T 504%
ERD {TST 6049)
Wind Uplift
1L757.04.01-1-111
04{.30f2013
NFMO [T5T 50443)
ERD{TSTG049)
ASTMp616A
1`3759[W3.134A
OS/OfiJ7.013
N E MO (TST 6049)
E RD [TST 60491
ASTM D65+09
P37590.03-13-1-R1
46/26{2013
NEMO (TST 604%
ERD (TST 6049j
NAnd Uplift
P41630.M13
48113"13
MEMO (T5T 604%
ERD (T$T 60491
ASTM D4601
P459A0:04:13
09JDV2013
NEPAO MTGM9[
ERV (TST 6049[
Wind Upfift
M OS1.D5A3at1
11/2G/2013
PRI (TST 59M
ERD (TSTfiN9)
Wind Uplift
P11781.11.03-Ri
11J16/2413
PRI (r5T 5878)
ERD (T5T 6049)
3"D ph?ocais
P45270A5-14
05/J V2014
PRI {TST 5378)
ERU ITST 6049)
Tensi le adhesion
602D.D9.14-5
0910UW14
PRI (TST 58791
ERD ITST 604431
Tenskle adhesion
642O.D9.14-6
09XV2024
PRI (TST sa7a)
ERD MT 60491
Tensile adhesion
P46520.1D.14
]Oj V2014
YRI ITST 59781
E RD FFST 6049)
ASTM D197DID47H
P43290.10.14
lQfl7/N14
Palyglass USA
RaferanCe
date
ExamiguMan
Tensikeadhesion
P40390A4.1S
04/03j2015
TAS 103
1244350,10.1441.1
QS}19{2015
Wind Uplift
PLYG-SG69Q5:05.16-1
05/17f201$
ASTM D1970
PLY&SC10130.05.1611
06/27/21)16
Tensile8dheslon
PLYG $C10130-0E-16 2
06/27/2016
TAS 103
06127/2016
i_STM D197GID4798
PI-V&SCOGEM7.15
07J16/2016
tiYnd uplift
PLYG-$C12025-10.16
10/12/2016
TAS 103
PLYCr5C13040.12.16
IV2712016
30/91) physitals
PLYG-50119130.03.17
03jJBj2017
TAS 103
PLYG-SC12115.08.17
O8/08/2017
TA5103
PLYOr$C13035-US17
IW31/2017
Mind Uplift
3004091
01112/20W
IBCCampliance
ESR-1697
04W2019
HVHZ0Dmpllan€e
HOA17-0614-22
07j0612017
A$TM D4798
Di2OH7A
04/01J2006
45TM u197D
4-PLYG-19-W4.03:18
03{29J2018
WndUplift
4L-PLYG-18-043-DL19
ovil2019
ASTM D6163
ASP LYG-1-002.01.19-A
01/24 f2019
ASTM D6222
4rPLYG-1&COi:05-39
OS/20/2019
TA5 103
45.PLY rt&OOd-1D 19-0
1o/OW2019
TAS 103
4SPLYC-18-004-10-19-1
VVIV2019
TA$103
4S-PLYG-1$•00W4,10.j9-L
1010912419
TAS In
4j pi V& 9-SSU DL-01.A
IW10/2019
Tensile Adhesion
PRI01111
0)4/0W2X2
TAS 103
PQ5A-018-02-01
07{14/201}3
TAS 103
PU5A-035-02-01
09/29/20%
TAS 103
PUSA-0SS02-02
12110ENM
ASTM D6222
PUSA-061-02-02
01)2M2006
ASTM 116164
PuSA-089-02-01
07129j2009
PILAffidarit
Mule -Hide Crossltg
03/01acl)a
MEMO EK, LLC, Evaluation RePGrt P120€0:02:09425
Cert&vre o/+luthaNmtian P32455 6EDITION (2017) FSC NON-HVHZ EVALUA-nON FL5259•11`1129
PDlyglass Roof Undali4ynwnits; (9s4) 233-1234 Revision -25: 10/14 j2019
page 2OF167
Enft Examination Refererboe ate Ldft
ERDIVST6049) TAz'_2 PLYGSC7550.03.15 I)J/2Af2015 PciftLssLI$A
UL (QUA9625 �
IRNEMOjetc.
DR Reference pate
Mat"alsAffidavit PolVstir k Cornpou nd OWIHY2011
CuadltyContra I Service. Confirmation 09113/2p1R
.:... .. ......--
4. PROvuCT DESCRIPTION.
PriDduct Specification+
Plants) Description
4-1
Elastobase
ASTM D6163
FL Fiberglass -reinforced, SOS modified bitumen base sheet
4.2
Llastodase P
ASTIVI D6154
FL Polyester -reinforced, SBS modified bitumen base sheet
4.3
EIastofiex G TU
M-D 13-004
PA Polyester -reinforced, modified bitumen the underlayment
FRSAjTRI April 2012
composed of a sand -surfaced SIBS modifled bitumen bark -
side and granule -surfaced APP modified bitumen top -side
4.4
EilaStaflex 56 G
ASTM D6164
FL Polyester -reinforced, SBS modified bitumen cap sheet
FRSWRI Aprll 2012
4-5
Elastoflex S6 G FR
ASTM D6164
FL PaIyester-reinforced, 585 modified bitumen cap sheet
FRSAjTRI April 2012
Mule -Hide SA-APP Cap Sheet
AwSTfW D6222
4.6
FL Polyester -reinforced, APP modified bitumen cap street
FRSA TRI April 2012
HydraGuard Dual Pro
ASTM D1970
4.7
FL Nominal 60-mil thick dual -layer rubberized asphalt —
waterproofing membrane, fiberglass reinforced, with i
polyester fabric surface
4-8
Hydr,3Guard Tile Pro
ASTIVI D1910
FL 11orninaI 60-aril thick dual -layer rubberized asphalt
TAS 103
waterproofing membrane, fiberglass reinforced, with a
FRSAjTRI April 2012
polyeste r fa b ric surface
Mule -Hide SA-APP Cap Sheet
ASTM D6222
4-9
FL Polyester -reinforced, APP modified bitumen cap sheet
(FR)
FR5AITRl April 20.12
4-10
PolyfIex G
ASTM D6222
FL Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System' from FRSAjTRI April 2012 (04-12)
beneath mechanically fastened or adhered tile roof
systems
4.11
Poly -flex G FR
ASTM 06222
FL Polyester -reinforced, APP modified bitumen cap sheet for
FRSAjTRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two PIy System" from FRSAjTRI April 2012 (04-12;
beneath mechanically fastened the roof systems
Palyflex SA p
4.12
ASTM D6222
FL Polyester -reinforced, APP modified bitumen cap sheet
FRSAjTRI April 2012
Palyflex SA P FR
ASTIVI D6222
4.13
FL Polyester -reinforced, APP modified bitumen cap sheet
FRWRI April 2012
4-14
Polyglass Base
ASTM D65M
FL Fiberglass -reinforced, APP modified bitumen base sheet
Polyglass G2 Base Sheet
ASTM D4601
4,15
AL Fiberglass -reinforced, asphaltic base sheet t
4,16
Polystick IR- a
ASTIV D1970
FL, PA Nominal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
4.17
Polystick MTS Plus
TAS 103
FL, PA, TX Nominal f 0-mil thick rubberized asphalt waterproofing
FRWTRI April 2012
membrane, glass fiber reinforced, surfaced with
polyalefinic film surface
NEMp E%, LLC. Ewluation Retort P1206D.02.09-R75
CertrfrcvteofAu[haruatign kV455 G_- E DITIC N 32017) fBC NON -HVHZ EVAtUATJON FL52S9-R29
Palyglass Muf UnderlaymenU; (954) 233.223U Revision 25: 10114/419
Page 3 Df 16
ON
EMO I etc.
4. PRODUCTDFSCiRiPtI.0N:
.
Product 5pecificationPlant(s) T DescOptlon
1.1� Pnlystick MU-X
ASTM D1970
Ft, NV, PA
Nominal 54-mit thick dual -layer rubberized asphalt
(See Section 5.8)
waterproofing membrane, fiberglass reinforced, with a
polypropylene film surface
4.19 Pnlystick TU Max
ASTM D197D
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
TAS 103
membrane wvlth a 190g/m' polyesterfabric surface
FRSAJTRI April 2012
410
Polystick TU P
TA5 103
TX
Nominal 130-miI thick rubberized asphalt waterproofing
FRSAITRI April 2012
membrane, glass-fiber/polyester reinforced, with a
i
granular surface
4.21 Polystick TU Plus ASTM D1970 FI_, PA Nominal 80-mll thick rubberized asphalt waterproofing
TAS 103 membrane, glass fiber reinforced, with a polyester fabric
FRSA/TRI April 2012 surEdce
5. UMtITATIOM' :
5.1 This is a building code evaluation- Neither NEM01 etn. nor Robert Niern inon, P.E. are, in any way, the Deslgner of Record far any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidanre unless
retained specifically for that purpose_
5.2 This Evaluation Report is not for use in the HVHZ.
5-3 Fine Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of
this product,
5-4 POIyglass Roof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within
FBC approval documents, If not listed, a request may be made to the Authority Having Jurisdiction for aipprovak based on this
evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TA$L€1: Rw;z Cov:ER OPTIONS
Wood Shakes
Underlayment A5phajt ShingleS NaiLOn Tile Foam.On Tile N tewl & Shingles 5 ate
Elastabase YL, Yes Yes Yes yke5
I9ase Sheet in 2-ply system) {Base Sheet in ]-ply sYx'ei^
Elasmbase P
Yes
� S
Yes
YES
1Base Sheet m 2-ply system)
{Base Sheet in�Z;rly ommi
Polyoass Base
No
YES
Yes
No
No
No
111ase Sheet in 2-ply system)
Blase Meet in 2-ply syftemj
Polydam 132 Bast
No
Yes
Yes
N4
NO
N4
16ase Sheet in2-plysystem)
{Bait Sheet Im 2-I9 3N94b10
Elasrooflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Ves
Elaslvflex 56 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
ElaMflex 56 G FR
Y2s
Yes
No
No
Yes
Yes
HydraGuard dual Pro
Yes
No
Na
Yes
Yes
Yes
HydraGuard Tile Pro
Yes
Yes
Yes Mee 5.5.1)
Yes
Yes
Yes
Mule -Hide SA -APT flap
Yes
Yes
Yes (See 5.5.1)
Np
Yes
'Yes
Sheet
Mule -Hide SA-APP Cap
Yes
Yes
Yes (See 5.5.11
Na
Yes
Yes
Sheet(FE)
Polyfiex G
Yes
Yes
Yes (See SSA)
N4
Yes
Yes
Yes
Yes
No
No
Yes
Yes
PalyNex G FR
Yes
Yes
Yes (See 5.5-1)
:No
Yes
Yes
PplyFl" SA P
Yes
Yes
Yes (See 5.5-1)
No
Yes
yes
_
P41yfbex SA P FR_
Yes
Na
No
No
Yes
Yes
Polystick IR-Ye
NEMQ ETC, LLC. Evaluation Report Pj20W-92-09-R25
Cellifeeate of Authumvtran #32455 6' ` E 0ITID N (2617) FBC {BON-HVHZ EVALUATION FLS259-11t29
Polyglass Roof Underlayrnerft, (9.7AI 233-1230 Revision 25= 1011412319
Page 4 of 16
5.5,1
5-6
Polystick MTS Plus
P4ly5tiCk MU-X
Pplyyti&TU Max
PolystickTU P
PolystickTU Plus
foN EEO I etc.
TABLE 1: Roos Com Qp oms
Asphalt Shingles
Nail -On Tiie I Fpam-On Tile
M1+1cWi
Wood Shakes
..... Shins
Yes
Si9te
rP,
Yes NG
Yps
Yes
Yes
No
Na
Yes
Yes
Yes
ND
Yes
Yes (See 5.5.1)
Yes
No
No
ND
Yes
Yes {See 5,5.1i
No
#Ja
No
Yes
Yes
Yes {See 5.5-1�
Yes
Yes
Yes
"Foam-0n Tle" is limited to use of the fallowing Approved the adhesives f underIayment combinations.
TaatE 1A: AU43WABLE -ALE AaHEwA ! U NuEst AYMEfVT GExl flmATlr S L
Florida PruiduCt
Adhesive Approval Underlayments
DAP Fovn Toorh `n Seal Stormhond FL14506 Polystirk TU Max or Polystick TU Plus
Roof Tile Adhesive
Dow 7ilOondm
I.CP Adhesives PolyseV� AH-160
ICP Adhesives Polyset° RTA-1
Allowable Substrates=
TAB
Underlayment
AppllcaUon
HydraGuard Du,31 Pro,
Hydral5tiard The Pro,
Polystick (all variations),
self-
Mule-HIde SA-APP Cap
adhering
Sheetmule-Hide SA-APP
Cap Sheet (FR), Polyflex
SA P or Polyflex SA P FR
Elastoflex G TU, Elastoflex
hot asphalt
56 G or Elastoflex 56 G FR
Polyflex G or Polyfiex G Fit
torch -
applied
FL22525 HydreGuard Tile Pro, Polyflex SA P, Flolystick7U Max, Polystick TU P or
Polystcct[ TIJ Plus
Elastoflex G TU, Ekastoflax S6 G, HydreGuard The Pro, Mule -Hide SA -ARP
FL6332 Cap 5heetr Mule -tilde SA-APP Cap Shut (FR), Polyflex G, Pvlyflax SA P.
PotyHex SA P F R, Polystick TU Ma& PolyStirk TU P or Polys#ICk T U Plus
Elastoflex 56 G, HydraGmard Tile Pra, Mule -Hide SA-APP Cap 5heetr MUIe-
FL627G Hide SA-APP Cap Sheet (FR), Palyflex G, Polyflex 5A P, Polyflex SA P FR,
Polystick TU Max, PolvstickTU P or Potysti€k TU Plus
LE 2: SUBSTRATF OPTIO44S FOR AQHER0 UnDERIAYMENT5 sn
5ubWates (designed to MW wlrrd loads far project]
Type Primer MatexIRI(s)
plywood, 058, Southern Yellow Pine or Huber
Deck f
(Optional} ASTM D41
Engineered vVoods "ZIP System" Panels
sheathing
ASTM D41
Structural concrete
ASTM C1280 Type II Class 1 polyisocyanurate, ASTM
Insulation
t0ptlonall ASTM D41
C1289 Type V polyisoEranurate-Composite, aensDeck
or WB.3000
Prime ar SECUROCK Gypsum -Fiber Roof Board
Base
ASThA 0226 felt, Elastobase, Elastobase P or Mule -Hide
Sheet
N/A
Nail Rase
Deck
ASThAD41
structure ICOncrete
Insulation
(Optional) A5TM 041
DensDerk Prime or SECUROCK Gypsum -Fiber Roof Sward
Base
ASTM 0226 fEIt, Elastobase, E;laMbase P, Mule -Hide Nell
Sheet
N/A
Base or Polyglass G2 Base
Deck
j ASTM D41
Structural concrete
Insulation
(Optiartal� ASTM D41
Den sDeck Prlme or SECU ROCK Gypsum -Fiber Roof Board
Base
la5tobase P, Mule -Bide Nail Baser Polyglas
Elastobase, Es
{A
Sheet %Cii2
Base or Polygla5s Base
J Refer #o Tfle Man ufoc#urer'S or,4dheslve Manufacturer's Florldo Product APProval fur Overturning Momcf?t i?esistarrre Perfornror,Ce.
NEMO ETCr LLC. Evaluation Report P12060-d2-01.�-R25
CertftateofAuthorifork"AP455 6' EO7TIOFl1200) FBC NON-HVHZ EVALUATION 11`1125.250-Ug
Wye&% Roof Underlaymenb; (9541 233-123D Revision 25: 10 f 14/21319
Page 5 of 16
ONEMOletc.
5.6.1 Wind Resistance for Uride rJaurnent Systems in Foam -On Tife ApollCations;
The foffowing wind uplift Iimiotions apply to unclerlayment systems that are not prescriptJvely addressed in FI AjTRI April
2012 (04-12) and are used in foam -on or mortar -set tale applications, Maximum Design Pressure is the result of testing for
wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin
of safety per FBC 1504-9 has already been applied). Refer to FRWRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609
for determination of design wind loads-
411 Maximum Design Press re = -52.5 f:
DecJ ' APA rated, 7f 16 CAT, 0.418 in., Exposure 1, 05B sheath ing to meet project requirements to Sdti5faction of Authority Having
Jurlsdlction.
Joints: Min. 4-inch wide strips of Elastaflex SA-V over all OSB joints
Base Ply: Polystick NITS Plus, seff-,qdhered,
Underlayment; Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Mel, Polystick
TU P a Poly$tick TU Plus, seIf-ad hered-
#2 Maxlmurn Design Pressure = .90 ps#;
Deck: Min. 25132-inch plywood to meet project requirements to Satisfaction of Authority Having lurisdlctlon,
Primer: None
Base Ply.. {optional) Polystick MTS Plus, self -adhered,
Underlayment= Mule4-1ide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P. Polyflex SA P FR, PolystJCk TU Max, Polystick
TU P or Polystick TV Plus, Self -adhered.
93 Maxi mom Design Pressure = -97.5 psi:
Deck: Min. 15f 32-irrt#r plywood to meet project requirements to satisfaetlon of Authority Hawing Jurisdiction.
Primer: PG1DDorASTMD41
Base Ply_ {Optional} Polystick MTS Plus, self -adhered.
Underlayment= Mule -Hide SA•APP Cap Sheet, Mule -Hide SA-APP Cep Sheet IFR), Poloex SA P, Polyf lax SA P FP P0ly5ti€k TU Max, Polystick
TU P or Polystick TO Plus, self -adhered and hQck-�teHed within the selvedge -edge side laps using 12 ga. x 1V ring shank nails
through 32 ga., 1-5/8" diameter tin caps spaced 12-irrdl a,c.
#4 %1aximum Design Pressure -105 pst.
DeGK: Min. 25f32-inch plywood to meet project requirements to Satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply_ (Optional) Poiysteck fMfT$ Plus, self -adhered.
Uriderlaymerit; Mule -Hide SA -ARP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Palyflex $A P, Flo lyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TtJ Plus, self -adhered and backitailed within the selvedge -edge Side laps using 12 ga. x 1%" rlrig shank nails
through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.€.
#5 Maximum Design Pres re = -135 pIfL
Deck; Min, 15132-inch ptywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer, (Optional) PG10QorASTMD41
BJ5e Ply_ (Optional I Polyst ick MTS Plus, self -adhered.
)oirpts; Min. 4-1ndt wide stripsaf Ua.stoflexSA-vover afl plywood joints.
Underlaymant: Mule -Hide SA-APP Cap Sheet, Mule`Hide SA-APP Cep Sheet (FR), Polyflex SA P, Palyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plu s, self-adhe red.
tfG Maximum Design Pre re = -315 Rsf:
Deck; Sum cturat concrete to meet project requifentients to satisfaction of Authority Hawing Jurisdiction.
Primer PG100orASTMD41
Base Ply= (Optlonaf) Polystick MTS Plus, self-adhered-
Underlaympnt= HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet Mule -Bide SA-APP Cap Sheaf (FR), PoJyflex SA P, Polyflex SA P FR,
Polystick TU Max, Polystick TU P or Polystick TU Plus, self -a dhered-
#7 Maximum Design Pres5 p no = -622.S jpsf,
Deck; StruCtural can€rate to meet projectrequirerneritsto satisfaction of Authority Having .lurisdiction.
Primer- PG 100 or ASTM D42
Uoderlaymeat- Ella staflex G TU or Elastaflex€ S6 G, applied in full mapping of hot asphaft or Polyflex G, torch -applied,
NE MO ETC, LLC. Eyaluatlon Report P120BDMM-KE
C1?n1fe rregjA4r00rfWtror #32 155 Sr" E!DiTlON (2Uf7) F13C RON-HVHZ EVALUATCON FLS259-R29
Polyglass Roof Underlayments; 19Mj 233-1134 Revi5ian 25, 14%1412019
Page 5 Qf 16
"NEM0 I etC.
#8 MaXimum Design Pressure_ -30X W*:
r)ec Min. 15/32-Irkch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheets Elastobase or Mule -Hide Nail Eiaw (pa ly-film top surface)
Fasteners, 11 ga. x 1-25-inch long x 1-in€h head dlameter round metal cap mils
SpQcirig; 6-inrh o.c. at the 3-inch wide side laps and 6-inch o,c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) P0ly5tA NITS Plus, self -adhered,
Underlayrnen Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex SA P, Polyflex SA P FR, Rolystick TU Max, Pplystick
TU P or Polystick TU M5, seIf-ad here d-
#9 Maximum Design Pre$$yre = -37.5 psf*;
Deck: Min. 15f32-inch phrwood to meet project requirernerrts to satisfaction of Authority Hawing furisdiction.
Base Sheet-. Elastvbase or Mula-Hide Nail Base (poly-fiim top surface)
Fasteners; 11 ga. x 1-25-Inch long x 1-inch head diameter round metal tap nails
Spacing, 6-inch 0.c. at the 3-inch wide side laps and 6-inch o_c. at two (2) equally spaced staggered €erite r rows.
Base Pay_ �Optionalj Pofystick MTS l}Iusr self•adhered,
Underlayment, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA -APR Cap Sheet (FIR 1, Polyflex SA Pr Polyflex SA P FR, Polystick Ttl Maxr Polystlek
TU P or Ralystick TU Plus, self -adhered.
#10 Maximum Design Pressure = -a7.5 Jasf*;
Deck; Min. 19/32-inch p"ood to meet project requirements to satisfaction of Authority Having Jurlsdlctlon,
Base Sheet, One (1) or two ( 2) layers ASTM D226, Type I I fe It
Fasteners-. 11 ga. x 1-25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch 0-C- at the 3-in€4 wide side laps and 12-inch o,c, at two 12) equally spaced staggered canner rpws-
Underlaymentc Elastoflex GTU ar Ela5toflex S6 G,applled in fmII mopping of hot asphalt.
#11 Maximum Design Pressure T -45 Psf*;
Deck: Min. 19/32-in eh plywood to meet project requirements to $.atisfaction of Authority Having Jurisdi€tion.
Base Sheet: One (1) layer ASTM D226, Type rl feR
Fasteners; 11 ga. x 1.25.ineh x 3f$-inch head diameter annular ring shank roofing nails at 1-5/8-in€h diamete rtin caps
Spacing_ 4-iorh o.€. at the 2-inch wide side laps and 4-in€h o,c. at two (2) equally spaced staggered center rows.
Base Ply_ (Optional; for use with self -adhering underJayment only) Polystick MTS Plus, self -adhered.
Underlaymerit; Mule -Hide SA-APP Cap Sheetr Mule -Hide SA-AFIP Cap Sheet (Fit), Polyflex SA P, Polyflex 5A R FR, Polystick TU Max, RDlystick
TU P a Polystick TU Plus, self -adhered a Elastoflex G TUr applied in full mopping of hot asphalt.
912 Maximum Design Pressure = -45 psf*;
Deck: Min- 19/32-inch P"Dod to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers AS7M D226r Type II felt
Fasteners: 11 ga. x 1.25,inch long x 3/9-inch head diameterannLila r eingshank roofing nails at 1-5/8-inch diameter tin Caps
Spacing: 9-in€h o,c. at the 2-inch wide side laps and 9-Iach O-C, at two (2) equally spaced staggered oerite r rows.
Base Ply: (Optional; for use with self -adhering underlaymeot 0roly) Pulystick MTS Plus, self-adhered-
Underlayment: Mule -Hide SA-APe Cap Sheet Mule -Hide SA -APR Cap Sheet (FR)r Polyflex SA P, Polyflex SA R FR, Polystick TU Max, PolystiCk
TU P or Polystirk TU Plusr self•adhered or Elastoflex G TU or Elastoflex S6 6, applied in full mapping of hat asphalt-
#13 Maximum De5ien Pressure = -45 off:
neck; Min- 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet. Elastahase(sarldedtopsurfatetorhot-asphaItortorch -a ppIied(_,aporpoly-filmsurfa€efortorch- applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing; 9-inch p-c. at the 2-inrh wide side laps and 18-inrh o.e. at two (2) equally spaced staggered tenter rows.
Underlayment= Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyf lax G, torch -applied,
#14 Maximum Design Pressure = -45.0 Dsf;
Deck-. Albs, rated, 7/16 CAT, 0.418 Irk-, Exposure 1, OSB sheathing to meet project requirements to SROSfac6on of Authority Having
Jurisdiction,
Rase Sheet: Elastobase or Mule -Hide Nail Base (poly -film top Surface)
FaStener$: 12 ga. annular ring shank nails with 1-5j8" diameter tin raps
Spacing- 6-inch o,c-at the 3-incfi wide side laps and 6-inch mc. at four (4� equaIlly spaced staggered center rows.
Use Ply; (Optional] RoRystick MTS. Plus, self -adhered.
Underiayrnent_ Male -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Rolyflex SA P, RDlyflex SA P FR, PolystickTU Max, Polystick
TU R or Polystick TU Rlusr self -adhered -
MEMO ETA, LLC, Evaluation Report P120E0,02.09-R25
CeF#�fj[vte ofALthwka idn A12455 6'" EE►MOM (2017) FUC N0PJ-HVFi2 EVALUATION FLS#59-R29
Polyglass hoof Undedgyments; (9") 2n.1230 Revision 25: 1012412019
Page 7 of 1{,
ON
Ergo I etc.
#15 Maximum Design Pressure = -45.0 asf;
Deck; APA rated, 7f 16 CAT, 0.418 in., Exposure 1, 0SB sheathing to meet project requirements to satisfaction of Authoflty Booing
Jurisdiction.
Base Sheet: Ela5taba5e (sand tap surface)
fasteners' 12 ga. annular ring shank nails with 1-5/8" dlameter tin caps
Spacing: 6-inch ox. at the 3-inch wide side laps and 6-inch O.C. at four (4) equally spaced staggered center rows-
Underlaymenr Eliastoflax G TU or Elastoflex S6 G, applied in full mapping of hot asphalt-
#i6 Maximum Design Pressure = 45.0 asf:
Dark: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSR sheathing to meet project requirernerrtstosatisfattionofAuthority Having
Jurlsdlction,
Rase Sheet.. Elastobase or Polyglass Ba se
Fasteners: 12 ga. annular ring shank mails w0h 1-5/8" diameter tin caps
Spacing, 6-inch a.c. at the 3•inch wide side laps and 6-inch o.c at four (4) equally spaced staggered center rows.
Underlayment: Polyflex G, torch-applied-
#17 Maximum Design Pressure= -52.5ysf;
Deck, Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurksdic#ion.
Base Sheet; Ela5toba5e (sanded tap surface for hot-35phalt or torch-applled cap pr poly -film surface fur t,arch-applied cap)
Fasteners: SimplexMAXXCap Fa5teners
Spacing; 9-inch o.€. at the 2-inch wide side laps and 12-inch o.c. at two (2� equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping cf hat asphalt or Polyfiex Gr torch -applied.
#1$ Maximum De�,iRn Pressure = -52.5 osF:
Deck; Min. 15132-inch plywood to meet Project regvirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide flail Base (poly -film top surface)
59steners, Slrnplex Original Cap Nails
Spacing. 6-inch o.c. at the 3-inch wide side laps and 6-inch o.€. at four (4) equally spaced staggered Center rows.
Base Ply. (Optional) Polystick FATS Plus, self -adhered.
Underlayment; Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or PolystickTU Plus, self -adhered.
#19 Maximum Design Pressure = -52.5 usf=
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Owing JurlsdICOD n-
BaseSheet, Elastobase(sandedlop surfaceforhot-asphaItortordt-appliedcap orpoly-filmsurfacefor torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch ax. at four (4) equally spaced staggered center rovers.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied,
#2D Maximum besign Pressure = -60 psf:
Deck-. Min. 19/32-inchplywaodto meet project requlrementsto5atlsfaction ofAutharityHavingJurisdiction.
Base Sheet: Elastobase Isanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap}
Fasteners; 11 ga. x 5-25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tlri caps
spoclmg.. 8-Inch o-r- at the 4-inch wide side laps and 84nch o,cr at three (3) equally spaced staggered center rows-
Urrderlayment' Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied-
921 Maximum Design Pressure = -60 nsf:
Deck-. MIn- 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdi€tion.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteters. OW #12 Standard Roofgrip with 0MG Flat Bottom Metal Plates
Spacing- 12-inch o.c. at the 4-inch wide side laps and 12-Inch o-c- at two (2) equally spaced staggered €enter rows.
Underlayrnant- Elastof lax G TU or Elastoflex S6 G, applled in full mopping of hot asptralt pr Pnly(Iex G, torch-applied-
NEMO ETC, LLC- Eva luatinn Report P120W.02.09-R25
CerrdkarrvfAvrhorkatinnA32455 6TM EDITION (2017) F8C NON-HVHZ EVALUAPON FL5259_Rz9
Ralyeass Roof Underlaymenim; (954) 231-1236 Revlston 25; 10114120I9
Page 8 of 16
NNEMOletc.
922 Maximum Design Pre&5ure = 4rao f-
Deck: APA rated, 7/16 CAT, 0,419 in., Exposure 1, 05B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction_
Base sheet, Elastobase or Mule -hide Nall gene (poly4iIm top surface)
Fasteners, Simplex MAXXCap Fosteners
Spacing'. 8-inrh o_e. at the 3-Inch wide side leaps and 8-inch o_c. at three (3) equally spaced staggered tenter raws,
Primer: PG 100 of ASTM D41 primer applied to stress plates.
Base Ply_ (OptionaII Polystick MTS Plus, self adhered.
Underlayment- Mule -Hide SA-APP Cap Sheet Ma le -Hide SA-APP Cap Sheet (FIR), Polyflex $A P, Polyflex 5A P Fft, PolystIck TU Max, Polystick
TU P or Polystick TU Plus, self -adhered_
#23 Maximum Desi g n Pressure =-60.0 sf;
Deck, APA rated, 7/16 CAT, OA18 in_, Exposure 1, OSB sheathing to meet project requifements to Satisfaction of Authority Havios
Jurisdiction,
Base Sheet; Elastobase (Sand tap surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing- 8-inch o x, at the 3-Irrch wide si de laps and 8-inch orc. at th ree (3) eq ually spaced staggere d center rows_
Underlayment- Elastnflex O TU or Elastc flex 56 G, applied in full mopping of hot asphalt.
#24 Maxi rnuFri DesiJPn Pressure = -60.0 pif,
Deck; APA rated, 7/16 CAT, 0.418 In_, Exposure J OSB sheathing to meet project requirements to satlsfaction of Authority Having
Jurisdiction,
Sale Sheet- Elastobase or Polyglass Base
Fasteners'. Simplex MAXX Cap Fasteners
Spacing: 8-inch 0x_ at the 3-in€h wide side laps and 3-inch o.c. at three equally Spaced staggered center rows.
Underlayment; Po"ex G, torch,epplied.
#25 Maximum Deskn Pressure =-67.5 usf
Deck=
Min, 15132-inch plywood to meet project requirements to satisfaction of Authority Havlog Jurisdiction,
Base Sheet'
POlygla5s G2 Base or PoJyslass Rase (retruiraes use of t=h-applied under aymene)
Fasteners;
12 ga. x 1.25-Inch long x VS -inch head diarneter annular ring shank roofing nalis at 1-$/$-inch diameter tin caps
Spacing,
8-inch o.c. at the d-Inch wide side laps a nd 8-1 nth o.c. at fou r (4) equally spaced stagge red to me r rows.
Underlayrnent;
Elastaflex G TU or Elastoflex 56 G, applied In full mopping of hot asphalt or torch -applied or Polyflex G, torch -apolled.
#26 Maximum Deskn Pressure = -67.5 nsf-
deck=
APA rated, 19f 32 CAT, 0,578 in., Exposu re 3r, 0513 S heathi ng to meet pro)eCt r+egU irements to satisfaction of Ar ftrity H aving
Jurisdiction,
Base Sheet,
Elastobase or Mule -Hide Nail Base (poly -film top surf)ce)
FasteWrS_
THU FAST Verso -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width directlon of the sheet.
spacing:
12-inch a.c_ at the 4-in€h wide side laps and 12-in€h o.c, at two (2) equally space staggered center rows.
Primer;
{OptionalJ PG100orASTM D41 primer applied to stress plates,
Base Ply;
(Optional) Palystick MTS Plus, self -adhered.
Underlayment- Mule -Hide SA-APP Cap Sheet, Muie-Hide SA-AI11P Cap Sheet (FR), Pol0ex SA P, Polyflex SA P FIR, Polystiek TU Maix, Polystick
TU P 0r Polysti€k TU Plus, self -adhered.
#27 Maximum besign Pressure = -67,5 osf;
Peck, APA rated, 19/32 CAT, 0578 in_, Exposure 1, OSB sheathing to meet project requiremonts to satisfaction of Authority Having
Jurisdiction.
Base Sheet- Clastobasejsanotop surface)
Fasteners-. TIRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate Installed 18D' into tfie hales of the plete, parallel to
the width direCtlo n of the sheet.
Spacing; 171nch o_tr at the 4-inch wide 51de laps and 12-inch a.€_ at two (2) equally spared staggered center roWS.
Underlayment: Elastofiek G TU or Elastoflex S6 G, applied in fuII mopping of hot asphalt.
MEMO ETC, LLC- Ev2Iua#iDn Report P12060,02,09425
Lert{ioWrnfAvrhoFrrotmma V32455 6`" EDITION j2017) FOC NON-HVHZ EVALUATION F15L59-RZ9
PolygJa3S Roof Underlayments; (9541 Z33.1230 Revision 2.S= 10f 14f 2Q19
Page 9 of is
Eno I etc.
#28 Maximum Design Pressure = -67.5 0S
Deck- APA rated, 19/32 CAT, 0.579 in., Exposure 1, OSR sheathing to meet project requirements to satlsfaction of Authprl#y Havlrg
Jurisdiction.
Rase Sheet: Elastabase or Polyglass Base
Fasteners; TRUFAST Versa -Fast Fasteners & Plates with two (2) Screws per plate installed 18o° into the holes of the plate, parallel. to
the width direction of the sheet_
Spacing; 12-Inch o-c. at the 4-inch wide side laps and 121nch o.c_ at two (2) equally spaced staggered center rpws-
Underlayment; PolyflexG,torch-applied.
$129 Maximum Design Pressure = -75�;
Deck; MIn- 15/32-inch plywood to meet project requirements t0 satisfaction of Authority Having Jurisdiction.
Base Sheet; Polyglass G2 Rase or Polyglass Base (requires use of tovch-opplied underfayment)
Fasteners- Dekfast #14 with Dekfl5t Hex plates, OMG #14 HD with CMMG r Galvalume Steel Platesr OMG Roofgrlp 414 with OMG Flat
gottorri Plates (AccuTraOr Trufast HD with Trufast 3-Inch Insulation Plates or Simpler€ MAXX Cap Fasteners.
Spacing; 10-inch o.c. at the 4-inrh wide slde laps and 10-Inch o.c, at three (3) equally spaced staggered tenter rows_
Underiayment; Elastoflox G TU or Flastoflax 56 G, applied in full mopping of hat asphalt or torch -applied or Polyflex C3, torch -applied.
#30 Maximum Design Pressure = -90 W.
Deck- Min, 15/32-inch phfwm6 to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastabase (sanded tap surface for hat -asphalt or torch -applied cap or poly -film surface for tar€h-applied cap)
Fastener,%_ Simplex MAXX Cap I-aste nets
Spacing, 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two Q2 equally spaced staggered center rows.
Underlayment_ Elastoflex G TU or Elastoflex S6 G. applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#31 Maximum Design Pressure = -90 f:
peck, Min. 15/32-1nch plywood to meet project requirements to satisfactlon of Authority Having Jurisdlction.
Base Sheet: Elastabase(sandedtop surfacefor hot -asphalt or torch -applied Cap or poly-filmsurfacefor torch -applied cap)
Fasteners; OMG #12 Standard Roofgrip or OMG 4114 Heavy Duty with OMG 3" Round Metal Plates tar OMG Flat Bottom Meta Plates
Spacing; 6-inch o,c. at the 4-inch wide side laps and 6-1 neh o.c. at three (3) equally spaced staggered cuter rpws-
Underlayment, Elastofiex G TU ar Elastofiex S6 G, applied in fuel mapping of hot asphalt or PDlyflex G, torch -applied.
#32 Maximum Design Pressure = -90 Wf:
De0f' Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurlsdlctipn.
ease Sheet- Elastabase (sanded top surface)
Fasteners, Trufast #12 DP or TruMst #14 HD with Trufast 3" Metal Insulation Plates
Spacing- 6-inch u.c. at the 4-inch wide side laps and 6-inrh o.c. at three (3) equally spaced staggered center rpws-
Uoderlayment_ Elastoflex G TU or Elastoflex S6 G, applied in full mapping of hat asphal#-
#33 Maximum Pesisn Pressure = AQ 00:
Deck_ Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Havng Jurlsdktion-
Rase Sheet- Polyglass G2 Base or Potyglass Base (requires use of torch-dpphLd underlayment)
Fasteners, Dekfast #14 with Dekfast Hex pkateS, OMG 414 HD with OMG 3" GaIvaluMe Steel Plates, OMG Roofgrip 914 with 0MG Flat
Bottorn Plates (AccuTrac), Trufast HI] with Trufast 3-Inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing_ 9-inch o.c at the 4-inch wide side laps and 9-iricb o_c. at four (4) equally spaced staggered center rows.
Underlaymerit; Elastoflex G 7Q pr Elasta6ex S5 Gr applied in full mopping of hot asphalt or torch -applied or Polyflox G, for€h -applied.
#34 Maximum Design Pressure = -90.0
Deck; APA rated, 7/16 CATr 0,418 in,, Exposure 1, OSS sheathing to meet pNJect requirements to satiSfattipri of Authorlty Having
Jurisdiction,
Base Sheet; Elastabase or Mule -Hide Nall Rase (poly -film top surface)
fasteners: TRUFAST Versa -Fast tostenefs & Plates with two (21 screws per plate installed 16o' into tiie holes of the plate, parallel to
the width-directio ri of the sheet
Spacing: 9•inch mi. at the 2-inch wide side laps and 12-Inch p-c- at two (2) equally spaced staggered center rows.
Primer; PG100 or ASTM D41 primer applied to stress plates,
Base Ply; (Optional] Polystick MTS Plus, self -adhered.
Underlayment; Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA Pr Polyflex SA P FR, Potystick TU Max, Polystick
TU P ar Polystick TU Plus, self -adhered_
NWO €Tt LLB, Evaluation Report P12GGaD2,D9-R25
Certftate ofAuthorfrabonARM 5 -5- EDITMN ;Z01 Fl F'JC NON -HVHZ EVALUATION F1.5259-R29
Palyglass Raaf U n d erl aymerrh; 054) 238-1230 Revision 25; 101141201g
Page 10 of 16
O[Eno I etc.
935 Maximum Design Pressure = -9OA ast
Deck' APA rated, 7Y16 CAT, 0.4181n-, INposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheen Elastobase )sand tap surface)
Fasteners; TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plane, parallel to
the widd"irection of the sheet
Spacing-. 9 imh o.r. at the 2-inch wide side laps and 12-inch oxat two (2) equally space staggered tenter rows.
I,Jnderlayment- Elastofiex G TU or Elastafiex 56 G, applied in fur11 mopping of hot a5phaIt.
436 Maximum Design Pressure = -90.0 psf:
Deck; APA rated, 7/16 CAT, 0.418 io., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: ElaStabase or Polygla55 Base
Fasteners; TRU PAST Mersa -Fast Fasteners & Plates with two (2) s€rows per plate instal•1ed 180° irtto the holes of the plate, parallel to
the width -direction of the sheet
Spadng; 9-inch ox- at the 2-inO wide side laps and 124nCh D.C. at two (21 equally spaced staggered center rows.
Underlayment; Po"ex G, torch-appbed.
A37 Maximum Design Pressure = -97.5 psi'
Deck; Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having JUriSdiCtiprl-
BaSe Sheet: ElastobasearMule-Hide NaiI Base (poly -film top Surface)
Fasteners; 11 ga. x 1.25-inch x 3/8-irrch head diameter annular ring Shank roofing flails at 1-5/8-inch diameter tin Gaps
Spacing: 4-inch ox, at the 4-inch wide side laps and 4-inch o.c- at four {4) egu2fly spared staggered center rows.
Base Ply: (Qptjorial) Potystick MTS Plus, self-adhered-
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA -AP P, Cap Street (FIR), Polyflex SA P, Polyflex 5A P FR, Pototick TIJ Max, Polystitk
TU P or Polystitk TU Pius, self-adhered-
#38 Maximum Design Pressure = -97.5 P ,
Deck- APA rated, 19/32 CAT, 0.S78 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet; Elastohaseorfulule-Hide NaiI Base (poly4iIm top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-in€h ox. at the 4--inch wide side laps and 6--inch ox. at four�4) equally spaced staggered center rows.
Primer, PG100 or ASTf,h D41 primer applied to stress plates.
Base Ply.. (Optional) Polystitk MT$ Plus, self -adhered.
Underilayment, Mule -tilde SA-APP Cap Sheet, Mule -+tide $A-APP Cap Sheet (FRh Polyflex SA P, PolyfIex SA P FIR, Polystick TU Maxr Po"tick
TU P or Polystltk TU P'U$r self,adhered -
#39 Maximum Design Pressure = -97-5 pst
Deck, APA ratedr 29/32 CAT, 0.578 in., Exposure 1r 0S5 sheath Irig to meet project requiremantsto satisfaction of Authority Having
iurisdictlon.
Base Sheet: Elastobase(5andtop surface)
Fasteners; Simplex MAX% Cap Fasteners
Spacing: 6-inch ac. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows,
Underlaymerft; ElaStofiex G TU or Elastoflex S6 G. applied in full mopping of hot asphalt.
#40 Maximum Design_ Pressure = -97.5 psf:
Deck: APA rated, l9/32CAT, 0.578 in., Exposure 1, OSB sheathing to m eet p roject requirementsto Satisfaction of AuthorityHavirg
Jurisdiction.
Base Sheet; Elastobase or Polyglass rase
Fasteners- Simplex MAXX Cap Fasteners
Spacing= 6-Inch p.c- at the 4-I nth wide side laps and 61rich O-C. at f"f (4) equally spaced staggered center rows.
Underlayment: Polyfiex G, torch-applled.
941 Maximum Design Pressure = -105 psf,
Deck; Min- 15/32-irich plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded trap surface far hat -asphalt or#arch-applied cap or poly-flim surface for torch -applied cap)
Fasteners- Simplex I IAXX Cap Fasteners
Spacing: 6-inch o,t. at the 2-inch wide side laps and 6-inth o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elmtofiex G TU or Elastoflex S6 Gr applied in full mopping of hat a5phak or Polyflex 6, torch -applied.
NEmo ETC, LLC- Evaluation Repoli P1Z060.02.04-RZ5
CertrftoreofAuthorrratron 032455 6'-';EDITION {2017] F9{ NON -HYHZ EYALUATIOf Fi-5Z59-RZ9
PolyBlass Roof URderkayments; (9541 233-1230 Revision 25; 10/X4J2019
Rage 11 of 16
ONEMOILAC.
942 _Maximum_ Design Pressure = -105.0 ps#=
Deck; APA rued, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet: Ela5tobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners, TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the +width -direction of the sheet
Spacing: 6-inch u.c. at the 4-inch wide side laps and 6-1 rich mr. at three (3) equally spaced staggered center rows.
Primer; PG 100 or ASTM D41 primer applied to stress plates.
Base Piy: ;Optional) Polystick MT5 Plus, self -adhered.
Underlayment; Mule -Hide SA-APP Cap Street, Mule -Hide SA -AP P Cap Sheet (FIR), Polyflex SA a, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Palystir:k TU Plus, self -adhered.
943 Maximum Desiv Pressure = -105.0 psf:
Deck: APA fated, 7/16 CAT, 0-418 in., Exposure 1, OSB sheathing to meet project requirerents to satisfaction of Authority Having
Jurlsdlctlofr.
Base Sheet; Elastabase (sand tap surface]
Fasteners: TRUFAS7 Verse -Fast Fasteners & Plates with two (2) screws per plate Installed 1W into the hales of the plate, parallel to
the width -direction of the sheet
$Pacing, 6-Inch o-c. at the 4-inch wide sI& laps and 6-inch o-c- atthran (3) equally spaced staggered cente r rows.
Uricferlayment= 519stoflex G TU or Elastoflex $6 G, applied in full mopping of hot asphalt,
#44 Maximum Design Pressure =-1Q5.Dpsf:
Deck-. APA ratted, 7/16 CAT, 0.418 In-, Exposure 1, OSB sheathing to meet project requirements m satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners; TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
Spacing; 6-inch o.c. at the 4•inch wide side laps and 6-in€h o.€. at three (3) equally spaced staggered center rows.
Underlayment; Flo lyflex G, torch -applied,
#45 Maximum Design Pressure = -112.5 psf.
Deck; Min, 19J32-inch plywood to meet project requirements to satisfaction of Authority Having JurlsdiCtiOn-
Base Sheet: Ela5toba5e Dr Mule -Hide Rail Base (poly -film tap surface)
Fasteners; 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/3-inch dlameter tin caps
Spacing; 6-inch ❑,c. at the 4-in€h wide side laps and 6-inch o.€. at four (41 equally spaced staggered center rows -
Primer. PG100 a ASTI I D41 primer at all tin -caps
Base Ply, Polysti€k IVITS Plus, self adhered
Underlayment= MuIle- Hida SA-APP Cap Sheet, Mule -Hide Say-APF, Cap Sheet (Eli), Polyflex SA P, PohMex SA P FR, Polystitk TU Max, Polystick
TU P or Polystick TU Plus, self-0dr7ered-
#46 Maximum Design Pressure = -120 psf:
Deck- Min. 15132-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdlctlon
-
Base Sheet: Elastobase {sanded top surface for hat -asphalt or torch -applied cap or poly -film SUrface for torch -applied cap}
Fasteners- 0MG#125tandard koofgrip or 0MG #14 Heavy Duty with OW 3" Round Metal Plates orOMG Fiat Bottom Metal Plates
Spacing: 6-inch o.e. at the 4-JnCh wide side la Ps and 6-inch o-C. at flue (5) equally Spooed Staggered Center rows-
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied iri full mopping of but asphalt or Polyflex G, torch-appliled-
#47" Maximum Design Pressure = -1M R :
Deck: Min. 15/n-inch plywood to meet project requirerrlentS to satisfactioo of Authority Having turlsdiction
Base Sheen Elastcbase (sanded top surface)
Fasteners; Trofast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6Hnch o.c. at the 4-inch wide side laps and 6-Inch o-c. at five (5) equally Spaced staggered center rows.
Underlayment; Elastoflex G TIJ or Elastoflax S6 G, applied in Full mopping of hot asphalt -
NEW ETC, LLC. Evaluation Report l 120W.02.09-R25
Certr kvte of Authorkwiov #31455 8Tr; EDITION (2017) FOC NOWNWZ EVALUATION FL5259-11139
Polyglass P000f Underlayments; (954) 233-1230 ReVISIOn 25; 10{14f2)019
Page 12 of 16
ON EMO I etC.
948 Maximum Design Pressure =-1.27.5 pcsf=
I]Kk-. APA rated,. 19132 CAT, 0.578 in., Exposure 1, OSH sheathing to meet project requlrements to satlsfactIon of Authority Ffaving
Jurlsdactlon.
Base Sheet- Elastobase or Mule -Hide Nail Base {poly -film top surface
Fasteners: TRUFAST Verse -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
spacing; 9-Inch o-c- at the 4-inch wide side laps and 9-Inch o.c. at four (4) equally spaced staggered Center rows -
Primer: PIG 100 or ASTM D41 primer applied to Suess plates -
Base Ply; (Optional) Polystick MTS Plus, self -adhered,
Underlayment_ MuI@•Hide SA-APP Cap Sheet, Mine -Hide SA-APP Cap Sheet (FR), Polyflex $A P, Polyflax SA P FIR, Polystick TU Max, Polystli
TU P or PolystIck TU PIkis, 5elf-adhered.
#49 Maximum Design Pressure = -127.5 P '
Deck; A PA ratedr 19/32 CAT, 0, 578 in., Exposure 1, 056 sheath i rig to rneet protect require ments to satisfaction of Authority Hauing
Jurisdiction.
Base Sheet, Elaslobaselsandtop surface)
Fasteners; TRUFAST Verw-Fast Fasteners & Plates with one (1) s€rew per plate, to the center hole.
Spacing: 5-inch o.c. at the 4-inch wide side laps and 9-Inch o-c. at four (4) equally spaced staggered center rows,
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt-
954 Maximum Des l n Pressnre = -127.5 fssf:
Deck-. APA rated, 19132 CATr 0, 578 irr., Exposure 1, 0$6 sheath i ng to meet project req wire ments to sati sfa€tion of Authority Hi�vi rrg
Jurisdiction,
Base Sheet-. Elastobase or PoWass Base
Fasteners; TRUFAST Versa -Fast Fasteners & Ialates with one (1} screw per plate, in the Center hole.
Spacing; 9-inch o.c, at the 4-inth wide side laps and 9-lnch o.c. at four (4) equally spaced stagpred center rows.
Underlayment: Polyflex G. torch-applied -
5.6,1.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on the systems carry a Maximum Design
Pressure of -45 psf.
5.6.1.2 For mechanically attached Base *Sheet, the maximum design pressure for the selected assembly shall meet or exceed that
required under FRSAITRI April 2012 (04-12), Appendix k Table 1A-
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 deslgn pressure
determined in accordance with F5C 1609- in this case, Zones 2 and 3 shall employ an attachment density designed by a
qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSIJ5PRI WD1, FAA Less
Prevention Data Sheet 1-29 and Roofing Application Standard 1A5 117. Assemblies marked with an asterisk* tarry the
limitations set forth in Section 2.2.10,1 of FM Loss Prevention Data Sheet 1-29 {)anuary 2016) for Zane 2/3 enhancements.
5.7 Exposure Limitations:
TA9LE 3; ExPOSun WrrangHS
- Underlayment
Maxlnwm Exposure (days)—
i80
Elastoflex G TU, HydraGuard Dual Pro, Hydra(;uard Tide Pro, Polystick MT5 Plus, Polystick TLI
Max, Polystick TU P o r Poiystick TU P I us
Polystick IR-xe or Pplystick MU-X
90
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass Base
30
180
(for adhesive -set tile)
Elastoflex S6 G, Elastoflex S6 G FR, MOW -Hide SA-APP Cap Sheetr MUle. HIde SA-APP Cap Sheet
(FR), Polyflex Gr Polyflex G FR, Poly -flex SA P or Polyflex SA P PR
UNLIMITED
(for mechanically fastened roof
prepay roof covers)
5.8 Polystick MU-X ha been found through comparative testing to have a lesser coefficient cf friction than ASTM D226 roofing
fekt in a dry condition, tested at standard laboratory cer,diklons. Agreement between purchaser and seller, as set forth in
Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.
NEMO ETC, LLC. Evaluation Report P123613.DL09 R25
CerrftatevfAuthoriroban432455 6 " EdITION;2Q17) FBC NON-HYHZ EUALU+4T14#4 FL5259-R29
Poiyglass Roof Underlaymerr#; (954) 233-1230 Retiision 25; 10114/2019
Page. 13 of 15
5-9
6.
6.1
6-2
6.3
6-3.1
ONEmojetc.
Tile 511 a e Limitations I FRSAITRI Ap ril 2012 04-12 ;
henload ingroof tiles onthe underlaymentindirect-decktile assemhlies,themaximumroof sIope5hall beasfollows- These
slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABU 2: TILE SUPVAGE LtmrTA-noris Faa DIRECT-Wrl(TLLE I NSTA;LL iTION5
Underlayrnent Tile Profile Staging Method .. I maximum Slope
Flat 10-Tite Stalk 7:17
ElestOflcx G TU Lugged &-tile Stack (6 over 2) 6:12
Elastoflex S5 G or Sri G FR Flat ar Lugged 6-tile stack (4 over 2) 4-12
HydraGuard Tile Prn
Flat or Lugged
6-tile stack (4 over 2)
7'12
PoNflex G or G FR
Flat or Lugged
6-tile stock (4 over 2)
4; 2.
PoWlex SA P or S,4 P FR
Flat or Lugged
6-tile stack (4 over 2)
4,12
Polystick MTS Plus
Flat
6-11le stack {4 over 2)
5;12
Lugged
6-tlle stack (4 over 2)
4,12
PolyWck TU Max
Flat
6 Ile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-ti le stack (4 aver 2
7:12
Lugged
Not
10-0e Sack
6-tile stack (4 over 21
6:12
6,12
Polystick f LJ P
lugged
6-tile stack (4 over 2)
4,12
rwyl;_lc TU Pku5
Flat or Lugged
5-tlle stack (4 aver 2)
712
Flat or Lugged
10-tlle Stack
6:12
I N5TALLATIOTf:
Polyglass Roof Underlayments shall he installed in accordance with Polyglass published +nsta Ilation requirements subject to the
Limitations set forth in Section 5 herein and the specifics noted below.
Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust
and debris prior to application, and prime the substrate (if.3ppIicab le).
flastobase, lEkm"ase 1P or Mule -Hide Naii Base:
Non -Tile Applic, tip
Shall be installed in compliance with the codified requirements for ASThA D225, Type II underlayment 1n FB0 Table 1507-1-1 for
the type of prepared roof covering to be installed and Polygla5s pubiished requirements.
EIastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex 5AP, Polyflex SA P FR, Mule -
Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), setf-ad h ered, flastoflex G TU, EIastoflex 56 G or ElastofIex 56 G FR in hot
asphalt or Pofyflex G or Polytlex G FR, torch applied. Roof cover limitations are those are hose associated with the top -layer
und erl ayme n t, as set forth in Table 1.
6.3-2 Tile Ay o Ilcations:
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanlcally attached base sheet in the "Two Ply
System" from FRSA/TRI April 2012 (04-12Reference is made to Table 1 and Section 5.6.1 herein, coupled with FRSAITRI April
2012 (U4-12) Installation Manual-
NEMO ETC, LLC. EMeluatlon Report P12M.02,0�)-R25
Certykore ofAutihorkatko ff3Zd5,5 6'" EDITION (2017) F9C NON-HVI4Z EVALUATION F15259-R10
Polyglass Roof Llnderlaymerft; (9541 233-1230 Aevisior125:10{14)2019
Page14of16
NNEMOjetc.
G.4 HydraGuard Dual Pro, HydraGuard The Pro, Mule -Elide SA-APP Cap Street, Mule -Hide $A-APP Cap Sheet (FR), Polyflex SA P,
Polyflex SA P FR, Polyrst,i IR-xe, Polystick MTS Plus, Polystick MU- , Polystick TU Max, Polystick TU Per Polystick TU Plus:
6.4-1 General- -
AI I seal - lap seaim. (selvage laps) must be firmly rolled with a in
accordance with Polyglass requirements to ensure full contact
and adhesion. For HydraGuard Dual Pm and HydraGuard Tile
Pro, align the edge of the top sheet to the end of the glue
Pattern (the sheet wilt overlap the fabric)-
Vlaw of Ovelap Seam of ItydraGuard Dual Pru and HydraGuard The Pro
6.4.2 Non -Tile Applications-
Shall be installed in compliance with the codified requirements far ASTM D1970 (except Polystick TU P) underlayment in FBC
Table 1507,1.1 for the type of prepared roof covering to be installed and Pvlyglass published requirements.
6-4.3 Tile Agniication5 excludes HydraGrigrd Qual pro Polystick IR-Xe and PoIg i k U-X
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSAJTRI April 2012104-12) and
Polyglass published requirements -
For mechanically fastened the roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet
fastening shail be not less than FRSAfTRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.1 herein.
6.4,4 Mul i-Ply Underlayment Systems;
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA Pr Polystick MTS Plus, Polystick MU-X, Polystick TLC Maxr
Polystick TU P or Polystick TU Pius is allowable for use under merhanIcally attached prepared roof systems. Limits of use are
those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is
desired.
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Pius is
allowable for use under adhesive -set the systems. Limits of use are thaw associated with the top -layer material. This is not a
requirement, but is allowable if a 2-ply underlayment system is desired-
6.5 Elsstoflex G TU, £lastoftex S6 G or Elasteflax S6 G F1R'
6.5.1 Elastoflex G TU, ElastofIex 56 G or E1astoflex 56 G FR shall be installed in compliance with current Polyglass published installation
requirements, For use in the applications-
Elastoflex G TU is for use as an alternate to "Mineral Surface Rail Roofing" (ASTM D6380, Class M) in the "Single Ply System"
from FRSAfTR1 April 2012 (04-12) beneath mechanically fastened the roof systems arthe Hot Asphalt applied "Cap Sheet"
in the "Two Ply System" from FRWTRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systerns-
ElastofIex S6 G is for usia as an alternate to "FJlineraI Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"
from FRS"I April 2012 (-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet"
in the 'Two Ply System" from FRS,A/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems.
ElastofIex S6 G FR is for use a5 an alternate to "Mineral Surface Roll Roofing' (ASTM D63BO, Class ) in the "Single Ply
System" from FRWTRI April 2012 (134-12) beneath mechanically fastened the roof systems or the Hat Asphait applied "Cap
Sheet" in the "Two Ply Systern" from FRSAjTRI April 2012 (04-12) beneath mechanically fastened the roof systems.
MEMO ETC, LLC Evaluation Report P12060A2R.25
Cert#irote of Aoffwizollon A'V 55 6 " EDMON (2017) FELC NOW HVHZ EVALUATION FL5259-R29
P*lyglgss RBnf Underlayments; ;9541 233.1230 Revision 25! 10f 14IM14
Page 15of16
ONEMOILOtC.
6.5.2 For hot-asphalt-appI1c ations, Elastoflex G TU, 6astoflex $6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates
noted in Table 2. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course
to course. Side and end laps shall be fully adhered in a complete rnopp!ng of hot asphalt with asphalt extending approximately
318-inch beyond the lap edge.
6.5 Polyfiex G or Polyflex G FR: _
6.f�1 Polyflex G or Polyflex G FR shall be installed in compliance with curTent Polyglass published installation requirements. Far use
in tale appllcations'
poly -Hex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-
12) beneath mechanically fastened or adhered the roof systems (Refer to Table 2 for base sheet options)-
* Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012
(44-12) beneath mechanically fastened the roof systems (Refer to Table 2 far vase sheet options).
6-6.2 PaIyfIex G, or PalyflexG FR shall be fully torch -a ppl ied to the substrates noted in Table 2, side laps shall be minimum 3-inch and
end-3aps minimum 6-1nuh wide, off -set minimum 3 feet from course to course- Side and end laps shall be fully heat -welded and
inspected to ensure minimum 3/9-inch flow of modified compound beyond the lap edge,
6,7 Tile Staging:
6.7-1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment- Refer to Table 2
herei n, and Poly+glass published requirements far tile staging-
6-7.2 Battens and/or CouMer-batteas, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof
slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent the
sliding and/or damage to the underlayment during the loading process.
7. '$UItDING PERMIT REQkHREMiENT5:
As required by the 13uilding Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
$. MANUFACTURING PL1kfLTS: .
Contact the rated QA agency for information on product locations covered for F.A.C. GIG20-3 QA requirements. Refer to
Section 4 herein for product & produrtien iocations hiving met codified physical properties specifications.
9. 'Qul1u"AssuRmaENTrFY:
UL, LLC—QUA9625: (314) 578-3406; k.chanueIIor c ,js.ul,com
- fND OF EVALUATION REPORT -
KNIO ETC, U-C. Evaluation Report P12060.02-09-R25
Ceyrfta a ofAuthcwrzo ;pmKLU&5 fi " EDITION 0017.1 rBE NON-HVHZ EVALVATION: F15259-M
Polyglass Roof Underlayments; (954) 233-1230 Revision 25' 10114/2019
Page 16 of 1Ei
` Florida Buildin.S Code Online
Regulatiorl
9CIS Hama ; Le�g Ia ' User heyootration I Ha TOPkS Submit Surefiarge $Pets & Facts
ProdW€t Approval
dFv'!` r . USER: =Wx c Lsai
.n�wF,'wpilo
vr40YCLA1a� i n7u�u > App4catton Detlil
FL $ rl18355-134
Application Type Revision
Cads Verslon 21311
Application Status Approved
CWments
Archived
=t. , ,_ a�- -
NEW,
firg
5vR idfi
Publications ; for:.edUs . R�jgSiteHe_ I-ik; _--:7
product Manufacturer TAMKO Building Products, Inr.
AddreWPhoneAmall PO Box 1404
]oplln. MO 64802
(417)624,6644 Ext2305
kerri ¢den tamko.00m
Authorized Signature Kerd Eden
kCfYLedenCm,La P5k4,r[Pm
Technical Representative Kerrl Eden
AddreWPhon2}Erniall PO 64x 1404
J4RIinr MO 64a02
(417) 624-6E44 Ext 2305
kern edeniPtamko-cam
QUalityr A55uranCe RftpreaenWtive
Address/ Phon(VEmal l
cakeg dry Roofing
subcategory Asphalt Shingles
Compliartee Method EvNluallan Report from a Florida Registered Architect or d Licensed Florida
Prgksmonal Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who'JW"loped the Zachary R. Priest
Evaluation Report
Florida Liveltse PE-74021
Quality Assufanae Entity 111, LLC
Quality AsWranre Contract Expimtlon Date 113118/20Z1
Validated By Locke Bowden P-E.
Certificate ofIndcpendence
f Validation Checklist - Hardcapy Received
F R4 T Pi 2 L7 F5C EVal port snin9 �S fl-OLP22
liefemnped Standard and Year (of Standard) Standard
ASlM D 3151
ASTM D 3462
ASTMD D 7158
TAS 104
Equivalence! of Product Standards
Certlfled By
Year
2016
201Q
2411
1995
Approved Testing Lab
F liztter for gtVdad5 fQF: 17 "Wf
hup!l,'%-WW.flozidaintikdingexpli,rri7r_app_dllaspx'?parxon=*'UEVXQWtD411vasrFlaQGXQ K APT3uafK2rl)IM2X'A JWuWmyfiPQlIlIlk[ d9E3d Ir2
3125tiA 14
5ectlons from the Cage
FZorFda Eluildi ng Cude Online
Product Approval Methiod
Date Submitted
Date Validated
Date Pendirq FSC Approval
Date Approved
of Pt
Method 1 Option o
0912512017
091271Zp 17
10/0912017
12/ 1212017
FL It Model, Ilumher or Name
....----------T —
18355-1 Glass Seal, Elite Gla55-5eAlr
Heritage, Nerltage Premiurnr Heritage
W4cdgate, Heritage Vintage, Nip and
Ridge, and Vintage Hip and Ridge
shingles
Limits of Use
Approved for use In HVHI: Yes
Approved for use outside HVNZ Yes
Impact Resistant: NIA
Design Pressure: NIA
Other: SeE cvalustlon report for limits of use,
Description
ASTM D 3462 asphalt shingles and hip and ridge shingles
Installation Instructions
FL1s 55 R4 II LB215001.4 2C11Z FaC Eval R Lea
final_
Verified By; Zachary Fl- Priest PE-74021
Created by Independent Thlyd Party: Yes
)iI Evaluation Reports
fUgjjLQ4 AE MEL
ULL4 Fv I R Sh�nnkes
aMLW
Created by Independent Third Party; Yes
-M - Li
ceotact 11s :: �eoi Bieir Slone ROatl. T uK,� Yet Gfione_ 850-437-1834
the Stake of Florldo is an NVEEO ernV oFcr. Q34kfA 7- 2013 St3te d MAMI n -: &gjMuhiht�q :: Ref DLL {„ atemp.ar++-^a^t
Ji.. _i 'JcAda law, arnpd address are puW ngm &. If You der Rot Went yaar e-mbl addre55 Mleeaed in *SWISS to a puClk-re{prds rgquest, do nct send elg4t n iC
-nei u3 ENS en%-y. Instead, corrtadthe enkm"phdrar or by LradlUQMI mull. [P ym have any qumuon5, Qlease Wnt* t 950.4137AM5. *Pursuer[ ba 5eddOn 455.275[1),
FloMa %Mtas, eKerfire ikwber 1, 2012r bm Ikensed Under Chapter 455, F5. must pm%nde the ppparMwr t wish an emav address if the'e haW Ong. The &TUil5
prDylogd rrspy be ue d fof aMcIas cwnnunimhan with the licenSee. HaxeveFeMall adtlrtlsgax are Wbll.E re[ard. if you der not WI5h to supply a Pef5OMI 000mNs. place
prOulde the Department with an email pddredd which can M made a ailaEle to the puhhr.. ro deter mine if you are a licensee Ur4iRr Chapter 455, F,S„ pbgase dKk ham.
PMdwR MPRroral,accepts;
Z a NdERM
Credit Card
sale
httln_+fwww_[t+xi&building.orwprfpr--Agg all.acpx?perame wGEV Qw[3)qukasrHazG QWK3MF1'3uofKzD1102Yu9wuWinVkfQIJIukQ9163d563d 212
Certificate of �4�thorrzatforr No. 29524
CREEK17520 Edinburgh Or
Tampa, FL 33647
TECHNICAL SERVICEs, LLB (313) 480-3421
EVALUATION REPOWr Roam BUILDING CODE, j5T" enrrm (2o77)
Manufacturer, TAMKO BUILDING PRODUCTS
220 West 4'' Street
Joplin, MO 64801
(417) 624-J6644
Manufacturing Plarrts: Joplin, MO
Phillipsburg, KS
Frederick, MID
DaNas, T
Tuscaloosa, AL
QualHy Assurance: UL LLC (QUA9625)
SCOPE
19suad September25, 2077
Category. Roofing
Subcategory, Asphalt Shingles
Code Sections: 1504.1.1. 1507.�.5, 1507 2.7.1, 1523-6-5-1
Properties: Physical properties, Wind Resistance, Wind Drhmn Rain
FIEFERENCES
Entity
Reoort No.
Standa
11K
PRI Cansifudlon Materials TewrioingiiaS (TSTJiA7B)
TAP-W-d2-01
TAS ICO
1995
PHI CwSlrudlorl Mlaterias Technologies (TSTWI1 )
TAP-0,51-1)2-Q1
TAS 100
1995
PRI Corstruclion Matefi816 Technologies (TST587a)
TAP-0-t72-01
TAS 100
1995
PRI Construction Materials Technologies (T5T587a)
TAP-114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-117A2-01
TAS 100
1W5
PRI Construction Materials Technologies {TST5878)
TAP-120.02-01
TAS 100
1996
PRI Construction Matefiars Technologies (TST5878)
TAP-131-(2-01
TAS 100
1995
PRI Construction Materials Techraagies (TST5878)
TAP-165-02-01
TAS 100
1995
PRI Construction Matotials TeChn"ier (TSTS$74)
TAP-2t10-02-1)1
TAS 100
1$i a
PRI Construction Malerlal6 Tfthrko%ies (TST667,a)
TAP-�303-02-01
TAS 10C
1996
PRI ConsIruf:ti4n Malerials Technologies (TST587$)
TAP-307-02-01
TAS 100
1995
PRJ COnMrwtian Materials Techridogies (TST5878)
TAP•31402.01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5a78)
TAP•315.02.01
ASTM D 6331
2008(2013)e1
PRI Construction Malerials Technologies (TST5878}
TAP-317-02-01
TAS 100
1995
ilL LLC (TST9626)
Q2NIC9507
ASTM d $1$1
2016
LIL LLC (TST9628)
04NKc�43B6
ASTM a 341�2
2010A
UL LLC (TST9152B)
05NK2800B
ASTM D 63B1
200$(2013)e1
U L 2390
ASTM D 715B
2011
UL LLC (TST9628)
06NKD3898
ASTM D 3161
2016
ASTM 0 34$2
2010A
UL LLC (TSTKR28)
08CA59132
ASTM O $161
21)1$
UL LLG (TST%2J3}
09NK107896
ASTM D 3161
2016
ASTM D 3462
2010A
UL iLC (TS796, 8)
10CA50498
ASTM D 3462
2010A
UL LLC (7STW28)
10CA64882
ASTM D 9161
2016
UL t LC (TST9628)
11NK14D14
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
ASTM D 316i
2016
UL LLC (TST9628)
47a0110543
ASTA1 R 63J11
2DW2013)e1
UL LLC (TST9628)
4737043752
ASTM D 3161
2016
UL LLC (TST%28)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM Q 3462
2010A
CREEK Technical Services LLC (ANE116159)
TRP15001.3
Calculations
21)17
TOP1500T.4
FL18355-R4
Page 1 of 11
This evalijawn report Is provloo for Slate of Florida product approval under Rile 61G70-3, The manulacturrer 6holl ril tiiy [ REEK
Te niGdl Serwioe6. LLC o1 any product changes ar quality assurance changes throughout the duration for Which this report is valid.
This evaluation report does not express nor imply warramy, [wall aliw. recommended use, or other product attributes that are not
spedficalFy addressed herein.
TAM BUILDkNG PRODUCT
CREEKAsphalt Shingles
ECHNICAL 5E1;ZYICES, #_LC
PROT)UCT DESCRIPTION
Elite Glass -Sealy 12-114' x 36°, ASTM D 3161, Class F and ASTM D 7158. Klass H self-sealing, 3-tab
(Frederick, Joplin & asphalt shingle with fiberglass mat coated an bath sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3482.
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritages
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage0 Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Herltage(!D Prem Iurn
(Frederick)
Heritages Vintage,�D
(Phillipsburg)
Herltaga,'Tv woad gate
(Dallas & Frederick)
Heritages Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vlnlage� Hip and Ridge
(Phillipsburg)
12-114' x W. A$TM D 3161, Class F and ASTM D 1158. Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramicgranules complyi ng with ASTM 0 3462.
12-114" x 36`_ ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
mat coated on bath sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462_ Shingles sh@II bs used in thp, non-HVHZ only.
13-114- x 3�1318°, ASTM D 3161. Class P and ASTM D 7158. Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTIM D 3462.
13-114" x 39-3(8", ASTM D 3161., Class F and ASTM D 7158, Class H fiberglass
reinfz reed, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36", ASTM f) 3161, Class F and ASTM f] 7158. Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3482.
17-112' x 40`, ASTM D 3161, Glass F and A57M D 7155, Glass H fitferglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-318-, ASTM D 3161, Class F and ASTM D 7158, Class H fitfergkasds
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTfVI D 3462_
12' x 36-318", ASTM D 3161, Mass F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462_ Shingles
shall be used in the non-HVHZ only
12-114" x 12", ASTM D 3161, Class F fiberglass reinforced. hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3452.
12` x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM a 3462.
TBP45G41.4 FL18355-R4 Page 2 of 11
This evaluation report is prn5ed&d for State 4f Flnnda product approval under Rule 151G20,3- The manufacturer shall rrotifyr GREEK
Technical Servloes, LLC of ar+y product changes v f qual q assurance changes throughput the duration for wh ich this report is valid.
This evaluation report does not exprpSs nor imply warranly, Installation, recommended use, or other product auributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLr—
erltageS
Basic Wind Speed (Vuo;
(Dallas, Frederick, Joplin,
asic Wired speed (VWA);
Phillipsburg & Tuscaloosa)
eck (HVHZ):
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ)'
Heri#egE WaQdgete
(Dallas & Frederick)
Underlayment:
Min. slope.
Installation (HVHZ)=
Installation (pion-HVHZ}:
T. MKO BUILUING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 1W32 in. plywood or wood plank for
new construction; Min. 15132 in_ plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15J32 in. plywwd or wand plank for
new construction; Min. 7116 in. CSH existing construction.
In accordance with FBC requirements.
2:12 and in Eiccordanpff with FBC requirements, Refer to
the manufacturer's application instructions when installing
shingles at slopes greaterthan 21:12.
Installed with 5-519 in. exposure in accowdance with RA5
115 and manufacturer's pub;ished inWallaftn instructiion5-
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with b-M in. exposure in accordance with FBC
requirements and manufacturer's published installation
instruckions_ Shingles shall be attached using either"4 Nail
Pattem' or "6 Nail Pattern' detalled below.
FASTENERS NAIL ZO E
COMMON
BOND
-1 !8" (PO U R E 6-&S'
V �- 12-112" 1 -3I8" ` - 12-112' �—1 "
Figure 3. Herltage . Heritage* Premium, and Heritages Woodgete (Defies)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
;::]io40ND
Of4+ ON
E=XPOSURE 5-5or&'
1�-1� �7-11�-�-ilk" T��T-11�"T-112"--►� �--1"
Figure 4. Herftge & Heritages Premium
6 Nail Pattern
TBP15061.4 FL1835,5-R4 Page 4 of 11
This evaluation report Ls provldeo fpr State of Florida produce approval under Rule St 2D-3- The manufarlturer gh,9ll rloeify CREEK
Technical Services, LL-- of any product changes or qualify assurance changes throughout Ilse duration for which this report is valid.
This evaluation eeporl does not express nor imply vmrranty, irtstallaiion, recommended use, or other producl attribules that are not
spaGfically aWmwed herein_
TAMK4 BUILDING PRODUCTS
CREEK
+ E E K
Asphalt Shingles
TEChNICAl- SERVICES, LLC
NAIL ZONE'
FASTENEFS C lI41D#aE BONDow
10
Lh x
RE 5 V
Figure 5, Heritageq Woodgate
6 Mail Pattern
M Common Eland
r
A
}
1 . .... 39 8°—. ... .. ,. 1
Figure 6. Heritage , H e ritageV Premium, & H eritaqe4D Woodgtits
Alternate 6 Nail Pattern
PANT
i
LINE, I
MAIL ZONE
EDGE OF
COMMON
BOND
EXPOSURE
5-5/W
ACCEPTABLE
.'FAS7ENER LOCATION
TEN
r ALONGEDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Herltage (Tuscaloosa)
Expanded Nail Zone
Afars patterns from Figures 3, 4, and 6 may be placed in the naff zarle as descf1bed above
TEP15001.4 FLl g355-R4 Page 5 of 11
This evaluation reps# is provided far Stale of Florida proeucl approval uiidur Rule 61 G20-3_ The manufacturer shall nolify CREEK
Technical Services, LLC of arty product Changes or quality assurance changes tnioughoai the duration for vAiich this report is valid.
This evaluaUon repart does nqt express nor imply warranty, in51211ation_ reoammanded use. or oiher product attributes Thal are not
specifically 90rassed herein-
r
CREED{
TECHNICAL SERVICES, L_L
Herltage* Woodgate Basic Wind Spead (V,n)-
(Fredenck) Basic Wind Speed (Vam)
Deck (Non-HVHZ):
Underlayment.
Min. slope
Installation (Mon-HVHZ):
TAMKO BUILDINfa PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements,
Solidly sheathed min. 15)32 in. plywood or wood plank for
new construction; Min. 7f16 in. 0 S B existing construction,
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21-12.
Installed with 5 in. exposure in nomrdanoe with F5C
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either -4 Noii
Pattern' or'6 Nail Pattern` detailed below_
RJE_ ZDNFJ
OMMON BOND
T
EXPOSURE 7
w1.iiiii.j I
Figure 10. Heritage Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
2ON &
MON BOND
ER
1 T
S1i7C' E}fPOSURE 5'
Figure 11. H eritageV W oodgate (Frederick)
6 Nall Pattern
719P1%Q1.4 FLi 355-R4 Page T of 11
This evaluation report is provldep for Skate of Florida product approval under Rule 61G26-3. The manufacturer shall notify CREEK
Technloal Services. LLO pt any product changes ar qualily assurance changes throughout the duration for which this report is valid.
Tni5 evaluation repvrl does nut express nor imply warranty. rrnstallaiion, recommended use, or other protlucl attritrules that are not
Specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V,m);
(Frederick & Joplin) Basic Wind Speed (V m);
deck (HVHZ):
Deck (Non-HVHZ)
Underlayrnent:
Min. slope-
InstallAon:
i ANIKO BUILDING PRODUCTS
Asphalt Shingle9
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19M in. plywood or wood plank for
new r unstruo6on; Min. 15dK in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15�32 in. plywood or wood plank for
new construction; Min. 711E in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-118 inch exposure in accordance with the
FI3C and manufacturer's published installation instructions.
The direction of the exposed and shall be away from the
prevailing wind.
Direction prevailing wind
$tart 5-118„ expoisure
re—
Figure 1
Im
=astmw
n
Figure 2
Figure 14. hip & Ridge (Frederick & ,Joplin)
TB P150 1.4 FI -11 OW-R4 Page 9 of 71
This evaluation report is provided ipr Scale of Florida pradum approval under Rule 01G20-3. The rnenufeoturer shall notify CREEK
Technical Servi:ces, LLC or any product changes or quailly assurance Changes Throughout the duration for which this report is vstid.
This svaiustion reporl does not express nor imply warranty, klStsllalion, recommended use. or other produce attiihuies that are not
sp2Gf sally addressed herein.
BCIS Hone Log In I User R"g 5tratp Hat Tapls ; $1PWit SUrcharUe I Stats & Facts ; Puhliwoons ; Oantact us I BM slta` HK 6 Un1r, r search
dborProduct Approval
USER: Public Us"r
I'roduct Aooraval Meng n Product ar ewnlici tion Search } ApLjN . alien L'ck n Application oeull
FL # FL11480-R11
Application Type Revision
Code Verslon 2017
Application Status Approved
Comments
Arrhived
Product Manufacturer Solatube International, Inc
AddreWPhune/Errk ail 2210 Oak Ridge Way
Vista, CA 92081
(760) 597-4427
tanderson@soteitube.com
authorized Signature Todd Anderson
taderson Osolatwbe. corn
Technical Representative Todd Anderson
Addre!;WPhonoEmeil 2210 Oak Ridge Way
VISta, CA 92081
(76O) 597-4427
tanderson@sDIatube.com
Quality Assurance Representative
Address/Phone/Email
Category Sky Lights
Subcategory Skylight
Compliance Method Eva Iuaation Report from a Florida Peg Istcred Architect or a Licensed Florida
Professional Engineer
0 Evaluatlon Report - Hardtopy Received
Florida Engineer or Archlteot Name who deveiaped Robert J. Arnoruso, RE.
the Evaluation Report
Florida License PE-49752
Quallty Assurance Entity KcYMne Certifications, Inc.
Quality Assurance Contract Explrution ❑ate 04/2512022
Validated By Steven M- UrlOh, RE
N Validation Checklist - Hardcopy Received
CertiFicate of Indepeitderice K11480 RI --QDI LI 4 .- M-SoiatubeSkvh!g6ts s5•12d
Referenced Standard and Year (of Standard) SEltndayd Year
AAMA/WDMNCSA 101/LS.2,IA440
2011
ASTM E1885
2005
ASTM E1995-2012a
2012
ASTM E283
2004
ASTM E330
2002
ASTM E331-00(2M9)
2009
TAS 201 1994
TAS 202 1994
TAS 203 1994
Eguivdkenae of Produr-t St,bndards
Certified BY
sections from the Code
Florida Licensed Professio"I Engineer ar Architect
FL11.40 RLi E_gyiY. EEL _ — SOLA0004-
SO 4�, L3L%1L ff
FL11484 _ IJ _F _19J3 �}_SDLAQ�QS as, f
FLY140. &11 diY_EEg 210 aey4 _50LAW08 .ss.odf
E-L3148.Q 611_Faqj C_ EEj?,_2 396 Ba y2 H74 DS Curb Mount Qp2n
akin _�5
FL11484 RIt Equiv LE-9 2397 ReV2 M74 OS Cult! Mount wFth
Ampffigr_s�,
FL11480 Rjj,_Ec4umy l:E_2399 RC5C2_50101MUC 160 290 DS TDB--ElLaf
FL11480 Ell . EnuLY EEB - Q !C2 .. iAbe -330DS 7$0 d
TDE)-a. z&
Product Approval Method Method 1 Option D
pate Submitted
02/0712018
Date Validated
0210712018
Date Pending FBC Approval
02/1512018
Date Approved
04/10/2018
i.FL#
Model, Number or Flank
Descript] -._--...--- —.
11490,1
160 DS TDD
I
impact 160 bS (10-) Tubular Daylight Devir-e - HVHZ
Lirnits of Use -
,4pproved for us in HVHZ: Yes
Installption Instr uctivwK
114 R1f I]_SOkAu0m.- ScE 164D5-290DS_S .Rdf
Approved for use outside HVHZ: Yes
Varlfied By: Robert], Arnonrso, RF. FL License 410. 49752
Impart Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure, +701-70
Evaluation Reports
FL I I W RLL-AE. PER 1271.-Revs 417-Q QE_ 09
Other;
SOLA4�i _;�i�4f
Createrd by Independent Third Party: Yes
�— —
..---------
' 11481},2 2 160 DS TDD
Non -1mpact 18[) DS (101-tubular Daylight Device - NGn-
Lirnits of Use
Approved For use in HVHZ: No
Approved for use outside HVHZ: Yes
ImpaCt Resistant: Na
Design Pressuro, 1-70/-70
Other:
114 BC. } j 290 DS TDD
t{VH Z
-; installation Iftstruct$ons
ELUI�o R' 1 iL�r 160 DS 9
rk
Verlfied By: Robert 3, AmOrUsor PE FL PE No, 49752
Created ixy lndep-endont Third Party; Yes
Evaluetlan Reports
FI.l i4s.4 f 1 � AE._P. ; _-RftV2-.fie-1fi0ITO-
Created by Independent Third Party, Yes
— Non-]rnpact 290 DS (141) Tubular Daylight Device Non- I
HVHZ
LI _ Installation Ins"E ions
Approved for use in HVHZ: i10 FL1148Q El I U .Mndel —29 D5IDD - Pr+24uct Drawinax
Approved for use outside HVHZ: Yes PdCk�aa_e,aAf
Impact Resistant: No Verified By: Robert ]. Amoruso, PE FL PE No. 49752
Design Pressure: 470/-70 Created by IndeperrdentThird Party: Yes
Other, Evaluation Reports
LL11Aa1_R11_a PER 2399.$ey2_ 16 D
TDD.os1f
Created by Independent 7hlyd Party: Yes ..............
- �-
1 i484,4 290 0 TDD Impact 290 D5 (14"} Tubular Daylight Device - HVFi
Limits of Use . Instsliatiao instructions
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2210 0AK REDGE WAY
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